HomeMy WebLinkAbout0053.95.2F-1;'
<r
i<l
01
Q
cn -
cA
b-
t--
n
cz
I
DECK ABOVE
80' -O"
29' -8"
LI 5'-4' 8' -0" 8' -0" 5' -4" 18' -4" b' -6" 2'- 10" -0 .►
2826 -2 2026-2
I — 2 - 3' -0" I
STEP FOUNDATION DOWN AS REQUIRED I — — — — — — — — — — — — — — FR- — — — — — — — — — — — — 1 STEP FOUNDATION DOWN AS REQUIRED
FOR WALK -OUT BASEMENT, RETAINING I I REQ i FOR WALK BASEMENT, RETAINING
WALLS AS REQUIRED. I WALLS AS REQUIRED.
I-- — — — — — — — — — — — — — — — — — —� — — I �- — — — — — — — — — — — — — — — — — — — — — — — — — —
-i
now I 2PC6.3- WXbeLVJ.WKREQ'D -------------- - - - - -- — '
I r -- - - - - - - - - - - - - - - - I r-- —1 I
1 MECHANICAL
= W.
ALL UTILITY SERVICE AND O y I I I I
WATER SEWAGE AND NVAC
TO BE LOCATED EXACTLY CRAWL SPACE
BY CONTRACTOR
b " -
POLY VAPOR BARRIER I I
OVER 44 MM. PEA GRAVEL
1 — — --- — — — — — — — — — — 3'-0 ° Q c I I VENTILATION AS REQ'D I I
r -- - - - - - - - - - - - -i 11 II'�' I 13' -4" 13' -4�2" 12' -8" 17' -4" I
I I I 4' Jd POST ON 36' X 36' X12' I I I I
i r___ --- _-- - - - -I' 11 III �� CONCRETE PAP I I I I
I I I i i 111 _ I I I
3-1/2" X II-VS' LVL BEAM REQ'D I 1 I I
CRAWL SPACE - 1 1 PIER
" — — — —' _ ON 24'X24AX12" b' X 84 PRECAST I i
I I 6 POLY VAPOR BARRIER I , ROUGH IN FOR FUTURE I I '
I i OVER 4" MIN. PEA GRAVEL I I BASEMENT PLAN �� I I CONG.PAD CONCRETE LINTEL 1 i
w BATH AS SHOWN, BE %011
I I VENTILATION AS REQ'D 1 1 0� SURE TO ADD 3-1/24 FOR I I 9'X S" POURED CONCRETE
I I 1 I FURRING AGAINST CONCRETE
I I O I I EL — — — — — — — -- - - -- --
r.` 3.1/2 X II -'1/8 - LVL BEAM REQ D I
I I } 1 1 c•4 STORAGE 4' -8°
I I
I I a � ► 3.1/2" X 11-118' LVL BEAM REQ'D Wit' - �� I 1 1
I I
—It —
I I � I 1 I► 1 O i I
I
---------- - - - - -1 I w
I L — — — — — — — —
I I I
I i
I I P I r I I 1 I
I' I A I -
SHADED ARE DENOTES 1 I O I I I I
_ LINE OF TREATED PLATE I I <t I I I I
1 L — — — — — — — — — — — — — — — —I }1/YX11- V8'LVLBE4MREQb 1 - - - -- — — — — — — — — — — — I I L — — — — — — — — — — — — -- — — — — — — — — — — — — — — — —L
1--------------- - - - - -I ---- - - - - -I r - --- — — — — — — — — — — — — — — — ^� I r — — — — — — — — — — — — — — — — — — — — — — — — — — - - - — — — I I
I — — — — — — — — 1 Q do I 1 I I
"� I I I
1 - I
I r— — — — — — — — — — — — — — — — —U I tr 1 I 1+
I I (1NEXCAVATED
I I I I I I I I
— — — — — — — — — — — — — — — — — —
I _ _ _ _ _ _ _ _ _ _I I I I I
i I DROP I COURSE 'A ALL OPENINGS
1 I I
i I
1 I i I
1 I I 1
1 I
1 i I i
1 I
I i I
1 GARAGE SLAB I I
1 I
1 1 4' GONG, SLAB OVER I I
1 4' MIN. GRAVEL FILL I I
I I I I
I I I I
• I 1 1 1
I I
I I
1 I I 1
I I 1
1 I I 1
� SLOPE SLAB t0 DOORS
1 I I I
I i I 1
I 1 I 1
• I I
•. I I I i
I I
1 i 3 I 1
i I i
I I
I 1 I
i I I I
1 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
1
i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
In
1 -411
14' -0 "
13'-4"
I ,11
FOUN1214TION LAYOUT 1311 5,1=,
SCALE; 1/4" = I' -0"
5' -4"
Eel
v-
(V
in
cn
CIO
op
I..".
-T
rn
F..
NOTES:
b- 0 ALL SOIL BAKED ON 3000 P.S.I.
2) ALL CONCRETE MIN. 3000 P.S.I. G 28 DAYS.
3) ALL FOOTINGS ARE *a WIDE X On DEEP UNLESS
NOTED OTHERWISE
4) ALL WALLS ARE 8' THICK W/ BASEMENT WALL NT. AS
NOTED AND GARAGE/ CRAWL/ SLAB WALL&
2'-8' HIGH UNLESS NOTED OTHERWISE
5) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS
AND JUDGE FOR THEMSELVES THE SUITABILITY OF
THE PLANS IN RELATIONSHIP TO THE BUILDING SITE
b) DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCYION
OF THE BUILDING, AND IN NO WAY DICTATE ANY OF THE
LOCAL AND/ OR STATE BUILDING CODES, THEREFOR
IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW
ALL PLANS FOR ACCURACY AND CLARITY AND TO
INSURE THAT ALL 606 ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. WICKES LUMBER ASSUMES NO
RESPONSIBILITY FOR ERRORS OR OMMIS610NS IN
DESIGN OR DIMENSIONS.
"D ALL STRUCTURAL MEMBERS AND BEAMS ARE BASED
ON AN ASSUMED NEED, CONTRACTOR TO VERIFY
ACTUAL NEEDS AND SIZE6 IF NOT SHOWN.
8) ALL STRUCTURAL DIMENSIONS ARE TO EDGE ON
EXTERIOR AND CENTER ON INTERIOR.
a
c U
N U
Qj C1 N
c �
N U
c
U LL �
DATE= I0-06
DRAWN BY- J.HOLI
SCALE= AS SI-
REVISIONS= 1 -20-cM
SHEET
..
�1
O
�
L
II
00
z
Q.i
N
Q
U
Q
L
cu
nnn
Luu1
O
�
I Y �
'
DATE= I0-06
DRAWN BY- J.HOLI
SCALE= AS SI-
REVISIONS= 1 -20-cM
SHEET
..
�1
O
00
d
L
L
nnn
Luu1
O
�
Q)
°
O
1=
L
0
Vl
D O
r
0
00
DATE= I0-06
DRAWN BY- J.HOLI
SCALE= AS SI-
REVISIONS= 1 -20-cM
SHEET
..